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You searched for subject:(Geotechnical Earthquake Engineering). Showing records 1 – 30 of 72 total matches.

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University of Canterbury

1. Stringer, M.E. The axial behaviour of piled foundations in liquefiable soils.

Degree: Civil and Natural Resources Engineering, 2012, University of Canterbury

 Understanding the mechanisms by which any engineering structure resists load is an essential requirement for its consistent and reliable design. The axial resistance which can… (more)

Subjects/Keywords: Geotechnical Earthquake Engineering; deep foundations

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APA (6th Edition):

Stringer, M. E. (2012). The axial behaviour of piled foundations in liquefiable soils. (Thesis). University of Canterbury. Retrieved from http://hdl.handle.net/10092/12967

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Stringer, M E. “The axial behaviour of piled foundations in liquefiable soils.” 2012. Thesis, University of Canterbury. Accessed November 19, 2019. http://hdl.handle.net/10092/12967.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Stringer, M E. “The axial behaviour of piled foundations in liquefiable soils.” 2012. Web. 19 Nov 2019.

Vancouver:

Stringer ME. The axial behaviour of piled foundations in liquefiable soils. [Internet] [Thesis]. University of Canterbury; 2012. [cited 2019 Nov 19]. Available from: http://hdl.handle.net/10092/12967.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Stringer ME. The axial behaviour of piled foundations in liquefiable soils. [Thesis]. University of Canterbury; 2012. Available from: http://hdl.handle.net/10092/12967

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


UCLA

2. Yniesta, Samuel. Constitutive Modeling of Peat in Dynamic Simulations.

Degree: Civil Engineering, 2016, UCLA

 Peat is a highly compressible organic material with unique properties that differ from inorganic mineral soils, which poses a challenge in their constitutive modeling. The… (more)

Subjects/Keywords: Civil engineering; Earthquake; Geotechnical; Levee; Modeling; Peat

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APA (6th Edition):

Yniesta, S. (2016). Constitutive Modeling of Peat in Dynamic Simulations. (Thesis). UCLA. Retrieved from http://www.escholarship.org/uc/item/7j25282w

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Yniesta, Samuel. “Constitutive Modeling of Peat in Dynamic Simulations.” 2016. Thesis, UCLA. Accessed November 19, 2019. http://www.escholarship.org/uc/item/7j25282w.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Yniesta, Samuel. “Constitutive Modeling of Peat in Dynamic Simulations.” 2016. Web. 19 Nov 2019.

Vancouver:

Yniesta S. Constitutive Modeling of Peat in Dynamic Simulations. [Internet] [Thesis]. UCLA; 2016. [cited 2019 Nov 19]. Available from: http://www.escholarship.org/uc/item/7j25282w.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Yniesta S. Constitutive Modeling of Peat in Dynamic Simulations. [Thesis]. UCLA; 2016. Available from: http://www.escholarship.org/uc/item/7j25282w

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Georgia Tech

3. Li, Wei. Nonlinear effects in ground motion simulations: modeling variability, parametric uncertainty and implications in structural performance predictions.

Degree: PhD, Civil and Environmental Engineering, 2010, Georgia Tech

 While site effects are accounted for in most modern U.S. seismic design codes for building structures, there exist no standardized procedures for the computationally efficient… (more)

Subjects/Keywords: Ground motion simulations; Nonlinear site effects; Seismic site response; Geotechnical earthquake engineering; Earthquake engineering; Earthquake engineering Research; Earthquake resistant design

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APA (6th Edition):

Li, W. (2010). Nonlinear effects in ground motion simulations: modeling variability, parametric uncertainty and implications in structural performance predictions. (Doctoral Dissertation). Georgia Tech. Retrieved from http://hdl.handle.net/1853/34658

Chicago Manual of Style (16th Edition):

Li, Wei. “Nonlinear effects in ground motion simulations: modeling variability, parametric uncertainty and implications in structural performance predictions.” 2010. Doctoral Dissertation, Georgia Tech. Accessed November 19, 2019. http://hdl.handle.net/1853/34658.

MLA Handbook (7th Edition):

Li, Wei. “Nonlinear effects in ground motion simulations: modeling variability, parametric uncertainty and implications in structural performance predictions.” 2010. Web. 19 Nov 2019.

Vancouver:

Li W. Nonlinear effects in ground motion simulations: modeling variability, parametric uncertainty and implications in structural performance predictions. [Internet] [Doctoral dissertation]. Georgia Tech; 2010. [cited 2019 Nov 19]. Available from: http://hdl.handle.net/1853/34658.

Council of Science Editors:

Li W. Nonlinear effects in ground motion simulations: modeling variability, parametric uncertainty and implications in structural performance predictions. [Doctoral Dissertation]. Georgia Tech; 2010. Available from: http://hdl.handle.net/1853/34658


University of Arkansas

4. Deschenes, Michael Ryan. Development of Deep Site Specific and Reference Shear Wave Velocity Profiles in the Canterbury Plains, New Zealand.

Degree: MSCE, 2017, University of Arkansas

  Deep (typically >1000 m) shear wave velocity profiles were developed across the Canterbury basin at nine strong motion stations using a combination of active… (more)

Subjects/Keywords: Earthquake Engineering; Geophysics; Geotechnical Engineering; Shear Wave Velocity Profiling; Surface Waves; Geotechnical Engineering

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APA (6th Edition):

Deschenes, M. R. (2017). Development of Deep Site Specific and Reference Shear Wave Velocity Profiles in the Canterbury Plains, New Zealand. (Masters Thesis). University of Arkansas. Retrieved from https://scholarworks.uark.edu/etd/2466

Chicago Manual of Style (16th Edition):

Deschenes, Michael Ryan. “Development of Deep Site Specific and Reference Shear Wave Velocity Profiles in the Canterbury Plains, New Zealand.” 2017. Masters Thesis, University of Arkansas. Accessed November 19, 2019. https://scholarworks.uark.edu/etd/2466.

MLA Handbook (7th Edition):

Deschenes, Michael Ryan. “Development of Deep Site Specific and Reference Shear Wave Velocity Profiles in the Canterbury Plains, New Zealand.” 2017. Web. 19 Nov 2019.

Vancouver:

Deschenes MR. Development of Deep Site Specific and Reference Shear Wave Velocity Profiles in the Canterbury Plains, New Zealand. [Internet] [Masters thesis]. University of Arkansas; 2017. [cited 2019 Nov 19]. Available from: https://scholarworks.uark.edu/etd/2466.

Council of Science Editors:

Deschenes MR. Development of Deep Site Specific and Reference Shear Wave Velocity Profiles in the Canterbury Plains, New Zealand. [Masters Thesis]. University of Arkansas; 2017. Available from: https://scholarworks.uark.edu/etd/2466


University of Washington

5. Makdisi, Andrew James. The Applicability of Sliding Block Analyses for the Prediction of Lateral Spreading Displacements.

Degree: 2016, University of Washington

 Liquefaction-induced lateral spreading deformations can pose significant risks to bridge pile foundations, underground utilities, and shallow foundation systems, particularly at sites in seismically active areas… (more)

Subjects/Keywords: earthquake engineering; geotechnical engineering; lateral spreading; liquefaction; Civil engineering; civil engineering

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APA (6th Edition):

Makdisi, A. J. (2016). The Applicability of Sliding Block Analyses for the Prediction of Lateral Spreading Displacements. (Thesis). University of Washington. Retrieved from http://hdl.handle.net/1773/35555

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Makdisi, Andrew James. “The Applicability of Sliding Block Analyses for the Prediction of Lateral Spreading Displacements.” 2016. Thesis, University of Washington. Accessed November 19, 2019. http://hdl.handle.net/1773/35555.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Makdisi, Andrew James. “The Applicability of Sliding Block Analyses for the Prediction of Lateral Spreading Displacements.” 2016. Web. 19 Nov 2019.

Vancouver:

Makdisi AJ. The Applicability of Sliding Block Analyses for the Prediction of Lateral Spreading Displacements. [Internet] [Thesis]. University of Washington; 2016. [cited 2019 Nov 19]. Available from: http://hdl.handle.net/1773/35555.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Makdisi AJ. The Applicability of Sliding Block Analyses for the Prediction of Lateral Spreading Displacements. [Thesis]. University of Washington; 2016. Available from: http://hdl.handle.net/1773/35555

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Cal Poly

6. Schmidt, Jonathan Paul. A Predictive Modeling Approach for Assessing Seismic Soil Liquefaction Potential Using CPT Data.

Degree: MS, Civil and Environmental Engineering, 2019, Cal Poly

  Soil liquefaction, or loss of strength due to excess pore water pressures generated during dynamic loading, is a main cause of damage during earthquakes.… (more)

Subjects/Keywords: liquefaction; CPT; Bayesian statistics; predictive modeling; earthquake engineering; Geotechnical Engineering

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APA (6th Edition):

Schmidt, J. P. (2019). A Predictive Modeling Approach for Assessing Seismic Soil Liquefaction Potential Using CPT Data. (Masters Thesis). Cal Poly. Retrieved from https://digitalcommons.calpoly.edu/theses/2055

Chicago Manual of Style (16th Edition):

Schmidt, Jonathan Paul. “A Predictive Modeling Approach for Assessing Seismic Soil Liquefaction Potential Using CPT Data.” 2019. Masters Thesis, Cal Poly. Accessed November 19, 2019. https://digitalcommons.calpoly.edu/theses/2055.

MLA Handbook (7th Edition):

Schmidt, Jonathan Paul. “A Predictive Modeling Approach for Assessing Seismic Soil Liquefaction Potential Using CPT Data.” 2019. Web. 19 Nov 2019.

Vancouver:

Schmidt JP. A Predictive Modeling Approach for Assessing Seismic Soil Liquefaction Potential Using CPT Data. [Internet] [Masters thesis]. Cal Poly; 2019. [cited 2019 Nov 19]. Available from: https://digitalcommons.calpoly.edu/theses/2055.

Council of Science Editors:

Schmidt JP. A Predictive Modeling Approach for Assessing Seismic Soil Liquefaction Potential Using CPT Data. [Masters Thesis]. Cal Poly; 2019. Available from: https://digitalcommons.calpoly.edu/theses/2055


Cal Poly

7. Honnette, Taylor R. Measuring Liquefied Residual Strength Using Full-Scale Shake Table Cyclic Simple Shear Tests.

Degree: MS, Civil and Environmental Engineering, 2018, Cal Poly

  This research consists of full-scale cyclic shake table tests to investigate liquefied residual strength of2/16 Monterey Sand. A simple shear testing apparatus was mounted… (more)

Subjects/Keywords: Liquefaction; Earthquake response; Seismic response; Cyclic; Geotechnical Engineering

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APA (6th Edition):

Honnette, T. R. (2018). Measuring Liquefied Residual Strength Using Full-Scale Shake Table Cyclic Simple Shear Tests. (Masters Thesis). Cal Poly. Retrieved from https://digitalcommons.calpoly.edu/theses/1998

Chicago Manual of Style (16th Edition):

Honnette, Taylor R. “Measuring Liquefied Residual Strength Using Full-Scale Shake Table Cyclic Simple Shear Tests.” 2018. Masters Thesis, Cal Poly. Accessed November 19, 2019. https://digitalcommons.calpoly.edu/theses/1998.

MLA Handbook (7th Edition):

Honnette, Taylor R. “Measuring Liquefied Residual Strength Using Full-Scale Shake Table Cyclic Simple Shear Tests.” 2018. Web. 19 Nov 2019.

Vancouver:

Honnette TR. Measuring Liquefied Residual Strength Using Full-Scale Shake Table Cyclic Simple Shear Tests. [Internet] [Masters thesis]. Cal Poly; 2018. [cited 2019 Nov 19]. Available from: https://digitalcommons.calpoly.edu/theses/1998.

Council of Science Editors:

Honnette TR. Measuring Liquefied Residual Strength Using Full-Scale Shake Table Cyclic Simple Shear Tests. [Masters Thesis]. Cal Poly; 2018. Available from: https://digitalcommons.calpoly.edu/theses/1998


UCLA

8. Tsai, Yi Tyan. Characterizing Seismic Performance of Levees on Peaty Organic Soils from Case Histories and Simulations.

Degree: Civil Engineering, 2018, UCLA

 Levee systems along Kushiro and Tokachi Rivers in Hokkaido, Japan, rest on significant deposits of peat and organic soils in downstream regions. Both levee systems… (more)

Subjects/Keywords: Civil engineering; earthquake; fragility functions; geotechnical; levee; peat; site response

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APA (6th Edition):

Tsai, Y. T. (2018). Characterizing Seismic Performance of Levees on Peaty Organic Soils from Case Histories and Simulations. (Thesis). UCLA. Retrieved from http://www.escholarship.org/uc/item/2wg7b13s

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Tsai, Yi Tyan. “Characterizing Seismic Performance of Levees on Peaty Organic Soils from Case Histories and Simulations.” 2018. Thesis, UCLA. Accessed November 19, 2019. http://www.escholarship.org/uc/item/2wg7b13s.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Tsai, Yi Tyan. “Characterizing Seismic Performance of Levees on Peaty Organic Soils from Case Histories and Simulations.” 2018. Web. 19 Nov 2019.

Vancouver:

Tsai YT. Characterizing Seismic Performance of Levees on Peaty Organic Soils from Case Histories and Simulations. [Internet] [Thesis]. UCLA; 2018. [cited 2019 Nov 19]. Available from: http://www.escholarship.org/uc/item/2wg7b13s.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Tsai YT. Characterizing Seismic Performance of Levees on Peaty Organic Soils from Case Histories and Simulations. [Thesis]. UCLA; 2018. Available from: http://www.escholarship.org/uc/item/2wg7b13s

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


University of Kentucky

9. Adams, Rachel. COMMERCIALIZATION OF A SMALL, LIGHTWEIGHT, LOW-COST SEISMIC BOREHOLE RECEIVER.

Degree: 2015, University of Kentucky

 Herein, conceptualization of a recently patented seismic borehole receiver and its components is developed for commercialization. The device is significantly cheaper, lighter, and smaller than… (more)

Subjects/Keywords: borehole seismic; earthquake engineering; geophysical equipment; geotechnical engineering; engineering geophysics; MEMS accelerometer; Civil Engineering; Geophysics and Seismology; Geotechnical Engineering

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APA (6th Edition):

Adams, R. (2015). COMMERCIALIZATION OF A SMALL, LIGHTWEIGHT, LOW-COST SEISMIC BOREHOLE RECEIVER. (Masters Thesis). University of Kentucky. Retrieved from http://uknowledge.uky.edu/ce_etds/31

Chicago Manual of Style (16th Edition):

Adams, Rachel. “COMMERCIALIZATION OF A SMALL, LIGHTWEIGHT, LOW-COST SEISMIC BOREHOLE RECEIVER.” 2015. Masters Thesis, University of Kentucky. Accessed November 19, 2019. http://uknowledge.uky.edu/ce_etds/31.

MLA Handbook (7th Edition):

Adams, Rachel. “COMMERCIALIZATION OF A SMALL, LIGHTWEIGHT, LOW-COST SEISMIC BOREHOLE RECEIVER.” 2015. Web. 19 Nov 2019.

Vancouver:

Adams R. COMMERCIALIZATION OF A SMALL, LIGHTWEIGHT, LOW-COST SEISMIC BOREHOLE RECEIVER. [Internet] [Masters thesis]. University of Kentucky; 2015. [cited 2019 Nov 19]. Available from: http://uknowledge.uky.edu/ce_etds/31.

Council of Science Editors:

Adams R. COMMERCIALIZATION OF A SMALL, LIGHTWEIGHT, LOW-COST SEISMIC BOREHOLE RECEIVER. [Masters Thesis]. University of Kentucky; 2015. Available from: http://uknowledge.uky.edu/ce_etds/31


University of Washington

10. Hutabarat, Daniel. Evaluation of One-Dimensional Seismic Site Response Analyses at Small to Large Strain Levels.

Degree: 2016, University of Washington

 One dimensional (1D) site response analysis using total stress approach is a popular framework for evaluating seismic hazard at a site where no significant excess… (more)

Subjects/Keywords: Earthquake engineering; Geotechnical engineering; Seismic site response analysis; Soil dynamics; Civil engineering; civil engineering

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APA (6th Edition):

Hutabarat, D. (2016). Evaluation of One-Dimensional Seismic Site Response Analyses at Small to Large Strain Levels. (Thesis). University of Washington. Retrieved from http://hdl.handle.net/1773/37067

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Hutabarat, Daniel. “Evaluation of One-Dimensional Seismic Site Response Analyses at Small to Large Strain Levels.” 2016. Thesis, University of Washington. Accessed November 19, 2019. http://hdl.handle.net/1773/37067.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Hutabarat, Daniel. “Evaluation of One-Dimensional Seismic Site Response Analyses at Small to Large Strain Levels.” 2016. Web. 19 Nov 2019.

Vancouver:

Hutabarat D. Evaluation of One-Dimensional Seismic Site Response Analyses at Small to Large Strain Levels. [Internet] [Thesis]. University of Washington; 2016. [cited 2019 Nov 19]. Available from: http://hdl.handle.net/1773/37067.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Hutabarat D. Evaluation of One-Dimensional Seismic Site Response Analyses at Small to Large Strain Levels. [Thesis]. University of Washington; 2016. Available from: http://hdl.handle.net/1773/37067

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


University of Arkansas

11. Himel, Ashraf Kamal. Utilizing the HVSR Second Peak for Surface Wave Inversions in the Mississippi Embayment.

Degree: MSCE, 2018, University of Arkansas

  Ambient noise data from 24 sites within the Mississippi Embayment were analyzed to estimate the fundamental frequency using the horizontal to vertical spectral ratio… (more)

Subjects/Keywords: Earthquake Engineering; Geophysics; Site Characterization; Civil Engineering; Geophysics and Seismology; Geotechnical Engineering; Structural Engineering

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APA (6th Edition):

Himel, A. K. (2018). Utilizing the HVSR Second Peak for Surface Wave Inversions in the Mississippi Embayment. (Masters Thesis). University of Arkansas. Retrieved from https://scholarworks.uark.edu/etd/3025

Chicago Manual of Style (16th Edition):

Himel, Ashraf Kamal. “Utilizing the HVSR Second Peak for Surface Wave Inversions in the Mississippi Embayment.” 2018. Masters Thesis, University of Arkansas. Accessed November 19, 2019. https://scholarworks.uark.edu/etd/3025.

MLA Handbook (7th Edition):

Himel, Ashraf Kamal. “Utilizing the HVSR Second Peak for Surface Wave Inversions in the Mississippi Embayment.” 2018. Web. 19 Nov 2019.

Vancouver:

Himel AK. Utilizing the HVSR Second Peak for Surface Wave Inversions in the Mississippi Embayment. [Internet] [Masters thesis]. University of Arkansas; 2018. [cited 2019 Nov 19]. Available from: https://scholarworks.uark.edu/etd/3025.

Council of Science Editors:

Himel AK. Utilizing the HVSR Second Peak for Surface Wave Inversions in the Mississippi Embayment. [Masters Thesis]. University of Arkansas; 2018. Available from: https://scholarworks.uark.edu/etd/3025


Cal Poly

12. Gebhart, Tristan Reyes. POST-LIQUEFACTION RESIDUAL STRENGTH ASSESSMENT OF THE LAS PALMAS, CHILE TAILINGS FAILURE.

Degree: MS, Civil and Environmental Engineering, 2016, Cal Poly

  Assessment of post-liquefaction residual strength is needed for the development of empirically-based, predictive correlations for earthquake engineering design. Previous practice commonly assigned negligible strengths… (more)

Subjects/Keywords: Earthquake engineering; liquefaction; residual strength; tailings dam; case history; Civil Engineering; Geotechnical Engineering; Mining Engineering

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APA (6th Edition):

Gebhart, T. R. (2016). POST-LIQUEFACTION RESIDUAL STRENGTH ASSESSMENT OF THE LAS PALMAS, CHILE TAILINGS FAILURE. (Masters Thesis). Cal Poly. Retrieved from https://digitalcommons.calpoly.edu/theses/1662 ; 10.15368/theses.2016.130

Chicago Manual of Style (16th Edition):

Gebhart, Tristan Reyes. “POST-LIQUEFACTION RESIDUAL STRENGTH ASSESSMENT OF THE LAS PALMAS, CHILE TAILINGS FAILURE.” 2016. Masters Thesis, Cal Poly. Accessed November 19, 2019. https://digitalcommons.calpoly.edu/theses/1662 ; 10.15368/theses.2016.130.

MLA Handbook (7th Edition):

Gebhart, Tristan Reyes. “POST-LIQUEFACTION RESIDUAL STRENGTH ASSESSMENT OF THE LAS PALMAS, CHILE TAILINGS FAILURE.” 2016. Web. 19 Nov 2019.

Vancouver:

Gebhart TR. POST-LIQUEFACTION RESIDUAL STRENGTH ASSESSMENT OF THE LAS PALMAS, CHILE TAILINGS FAILURE. [Internet] [Masters thesis]. Cal Poly; 2016. [cited 2019 Nov 19]. Available from: https://digitalcommons.calpoly.edu/theses/1662 ; 10.15368/theses.2016.130.

Council of Science Editors:

Gebhart TR. POST-LIQUEFACTION RESIDUAL STRENGTH ASSESSMENT OF THE LAS PALMAS, CHILE TAILINGS FAILURE. [Masters Thesis]. Cal Poly; 2016. Available from: https://digitalcommons.calpoly.edu/theses/1662 ; 10.15368/theses.2016.130


University of Colorado

13. McLay, Devon Thomas. Physical and Numerical Modeling of the Seismic Performance of a Buried Reservoir Structure in Dry Sand.

Degree: MS, 2013, University of Colorado

 Underground structures have generally performed well during past earthquakes. Yet, there are notable exceptions that indicate the need for their proper seismic design. There are… (more)

Subjects/Keywords: centrifuge modeling; geotechnical earthquake engineering; numerical modeling; retaining structures; seismic earth pressure; underground reservior; Engineering; Geotechnical Engineering

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

McLay, D. T. (2013). Physical and Numerical Modeling of the Seismic Performance of a Buried Reservoir Structure in Dry Sand. (Masters Thesis). University of Colorado. Retrieved from https://scholar.colorado.edu/cven_gradetds/313

Chicago Manual of Style (16th Edition):

McLay, Devon Thomas. “Physical and Numerical Modeling of the Seismic Performance of a Buried Reservoir Structure in Dry Sand.” 2013. Masters Thesis, University of Colorado. Accessed November 19, 2019. https://scholar.colorado.edu/cven_gradetds/313.

MLA Handbook (7th Edition):

McLay, Devon Thomas. “Physical and Numerical Modeling of the Seismic Performance of a Buried Reservoir Structure in Dry Sand.” 2013. Web. 19 Nov 2019.

Vancouver:

McLay DT. Physical and Numerical Modeling of the Seismic Performance of a Buried Reservoir Structure in Dry Sand. [Internet] [Masters thesis]. University of Colorado; 2013. [cited 2019 Nov 19]. Available from: https://scholar.colorado.edu/cven_gradetds/313.

Council of Science Editors:

McLay DT. Physical and Numerical Modeling of the Seismic Performance of a Buried Reservoir Structure in Dry Sand. [Masters Thesis]. University of Colorado; 2013. Available from: https://scholar.colorado.edu/cven_gradetds/313


University of Colorado

14. Jones, Christina Louise. Interpretation of Centrifuge Test Results of the Seismic Response of Temporary Braced Excavations near Tall Buildings.

Degree: MS, 2015, University of Colorado

 Underground structures such as cut-and-cover box structures and retaining wall systems have performed relatively well during past seismic events. However, notable cases such as the… (more)

Subjects/Keywords: braced excavations; centrifuge; earthquake; tall buildings; underground structures; urban environments; Civil Engineering; Engineering; Geotechnical Engineering

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APA (6th Edition):

Jones, C. L. (2015). Interpretation of Centrifuge Test Results of the Seismic Response of Temporary Braced Excavations near Tall Buildings. (Masters Thesis). University of Colorado. Retrieved from https://scholar.colorado.edu/cven_gradetds/143

Chicago Manual of Style (16th Edition):

Jones, Christina Louise. “Interpretation of Centrifuge Test Results of the Seismic Response of Temporary Braced Excavations near Tall Buildings.” 2015. Masters Thesis, University of Colorado. Accessed November 19, 2019. https://scholar.colorado.edu/cven_gradetds/143.

MLA Handbook (7th Edition):

Jones, Christina Louise. “Interpretation of Centrifuge Test Results of the Seismic Response of Temporary Braced Excavations near Tall Buildings.” 2015. Web. 19 Nov 2019.

Vancouver:

Jones CL. Interpretation of Centrifuge Test Results of the Seismic Response of Temporary Braced Excavations near Tall Buildings. [Internet] [Masters thesis]. University of Colorado; 2015. [cited 2019 Nov 19]. Available from: https://scholar.colorado.edu/cven_gradetds/143.

Council of Science Editors:

Jones CL. Interpretation of Centrifuge Test Results of the Seismic Response of Temporary Braced Excavations near Tall Buildings. [Masters Thesis]. University of Colorado; 2015. Available from: https://scholar.colorado.edu/cven_gradetds/143


University of Colorado

15. Ghayoomi, Majid. Seismically Induced Settlement of Partially-Saturated Sand.

Degree: PhD, 2011, University of Colorado

 Deformation of soil layers during earthquake shaking is a major cause of damage to buildings and geotechnical structures. Over the past 40 years, several design… (more)

Subjects/Keywords: centrifuge modeling; earthquake; partially saturated; sand; seismic; settlement; Civil Engineering; Engineering; Geotechnical Engineering

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APA (6th Edition):

Ghayoomi, M. (2011). Seismically Induced Settlement of Partially-Saturated Sand. (Doctoral Dissertation). University of Colorado. Retrieved from https://scholar.colorado.edu/cven_gradetds/201

Chicago Manual of Style (16th Edition):

Ghayoomi, Majid. “Seismically Induced Settlement of Partially-Saturated Sand.” 2011. Doctoral Dissertation, University of Colorado. Accessed November 19, 2019. https://scholar.colorado.edu/cven_gradetds/201.

MLA Handbook (7th Edition):

Ghayoomi, Majid. “Seismically Induced Settlement of Partially-Saturated Sand.” 2011. Web. 19 Nov 2019.

Vancouver:

Ghayoomi M. Seismically Induced Settlement of Partially-Saturated Sand. [Internet] [Doctoral dissertation]. University of Colorado; 2011. [cited 2019 Nov 19]. Available from: https://scholar.colorado.edu/cven_gradetds/201.

Council of Science Editors:

Ghayoomi M. Seismically Induced Settlement of Partially-Saturated Sand. [Doctoral Dissertation]. University of Colorado; 2011. Available from: https://scholar.colorado.edu/cven_gradetds/201


UCLA

16. Turner, Benjamin. Kinematic Pile-Soil Interaction in Liquefied and Nonliquefied Ground.

Degree: Civil Engineering, 2016, UCLA

 In Part I of this dissertation, equivalent static analysis (ESA) procedures for computing foundation demands during lateral spreading are applied to two parallel bridges that… (more)

Subjects/Keywords: Civil engineering; Deep foundations; Earthquake Engineering; Geotechnical earthquake engineering; Kinematic soil-structure interaction; Pile foundations; Soil-structure interaction

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Turner, B. (2016). Kinematic Pile-Soil Interaction in Liquefied and Nonliquefied Ground. (Thesis). UCLA. Retrieved from http://www.escholarship.org/uc/item/24v817mp

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Turner, Benjamin. “Kinematic Pile-Soil Interaction in Liquefied and Nonliquefied Ground.” 2016. Thesis, UCLA. Accessed November 19, 2019. http://www.escholarship.org/uc/item/24v817mp.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Turner, Benjamin. “Kinematic Pile-Soil Interaction in Liquefied and Nonliquefied Ground.” 2016. Web. 19 Nov 2019.

Vancouver:

Turner B. Kinematic Pile-Soil Interaction in Liquefied and Nonliquefied Ground. [Internet] [Thesis]. UCLA; 2016. [cited 2019 Nov 19]. Available from: http://www.escholarship.org/uc/item/24v817mp.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Turner B. Kinematic Pile-Soil Interaction in Liquefied and Nonliquefied Ground. [Thesis]. UCLA; 2016. Available from: http://www.escholarship.org/uc/item/24v817mp

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


University of Oklahoma

17. Taghavi, Amirata. SEISMIC AND QUASI-STATIC LATERAL LOAD BEHAVIOR OF PILE GROUPS IN IMPROVED SOFT CLAY: CENTRIFUGE AND NUMERICAL MODELING.

Degree: PhD, 2015, University of Oklahoma

 In the design of pile foundations subjected to lateral loading, one of the objectives is to restrict the lateral displacements. Improving the soil surrounding the… (more)

Subjects/Keywords: Geotechnical Engineering; Earthquake Engineering; Pile Groups; Ground Improvement; Soft Clay; Soil-Structure Interaction

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Taghavi, A. (2015). SEISMIC AND QUASI-STATIC LATERAL LOAD BEHAVIOR OF PILE GROUPS IN IMPROVED SOFT CLAY: CENTRIFUGE AND NUMERICAL MODELING. (Doctoral Dissertation). University of Oklahoma. Retrieved from http://hdl.handle.net/11244/23316

Chicago Manual of Style (16th Edition):

Taghavi, Amirata. “SEISMIC AND QUASI-STATIC LATERAL LOAD BEHAVIOR OF PILE GROUPS IN IMPROVED SOFT CLAY: CENTRIFUGE AND NUMERICAL MODELING.” 2015. Doctoral Dissertation, University of Oklahoma. Accessed November 19, 2019. http://hdl.handle.net/11244/23316.

MLA Handbook (7th Edition):

Taghavi, Amirata. “SEISMIC AND QUASI-STATIC LATERAL LOAD BEHAVIOR OF PILE GROUPS IN IMPROVED SOFT CLAY: CENTRIFUGE AND NUMERICAL MODELING.” 2015. Web. 19 Nov 2019.

Vancouver:

Taghavi A. SEISMIC AND QUASI-STATIC LATERAL LOAD BEHAVIOR OF PILE GROUPS IN IMPROVED SOFT CLAY: CENTRIFUGE AND NUMERICAL MODELING. [Internet] [Doctoral dissertation]. University of Oklahoma; 2015. [cited 2019 Nov 19]. Available from: http://hdl.handle.net/11244/23316.

Council of Science Editors:

Taghavi A. SEISMIC AND QUASI-STATIC LATERAL LOAD BEHAVIOR OF PILE GROUPS IN IMPROVED SOFT CLAY: CENTRIFUGE AND NUMERICAL MODELING. [Doctoral Dissertation]. University of Oklahoma; 2015. Available from: http://hdl.handle.net/11244/23316


Cal Poly

18. Crosariol, Victor A. Scale Model Shake Table Testing of Underground Structures in Soft Clay.

Degree: MS, Civil and Environmental Engineering, 2010, Cal Poly

 Underground structures perform an important role in transportation systems in many seismically active regions around the world, but empirical data regarding the seismic behavior of… (more)

Subjects/Keywords: Soil Structure Interaction; Shake Table; earthquake; soil; tunnel; Geotechnical Engineering; Structural Engineering

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Crosariol, V. A. (2010). Scale Model Shake Table Testing of Underground Structures in Soft Clay. (Masters Thesis). Cal Poly. Retrieved from https://digitalcommons.calpoly.edu/theses/322 ; 10.15368/theses.2010.91

Chicago Manual of Style (16th Edition):

Crosariol, Victor A. “Scale Model Shake Table Testing of Underground Structures in Soft Clay.” 2010. Masters Thesis, Cal Poly. Accessed November 19, 2019. https://digitalcommons.calpoly.edu/theses/322 ; 10.15368/theses.2010.91.

MLA Handbook (7th Edition):

Crosariol, Victor A. “Scale Model Shake Table Testing of Underground Structures in Soft Clay.” 2010. Web. 19 Nov 2019.

Vancouver:

Crosariol VA. Scale Model Shake Table Testing of Underground Structures in Soft Clay. [Internet] [Masters thesis]. Cal Poly; 2010. [cited 2019 Nov 19]. Available from: https://digitalcommons.calpoly.edu/theses/322 ; 10.15368/theses.2010.91.

Council of Science Editors:

Crosariol VA. Scale Model Shake Table Testing of Underground Structures in Soft Clay. [Masters Thesis]. Cal Poly; 2010. Available from: https://digitalcommons.calpoly.edu/theses/322 ; 10.15368/theses.2010.91


University of Washington

19. Greenfield, Michael W. EFFECTS OF LONG-DURATION GROUND MOTIONS ON LIQUEFACTION HAZARDS.

Degree: PhD, 2017, University of Washington

 Soil liquefaction during past earthquakes has caused extensive damage to buildings, bridges, dam, pipelines and other elements of infrastructure. Geotechnical engineers use empirical observations from… (more)

Subjects/Keywords: Earthquake Engineering; Finite element analysis; Geotechnical Engineering; Lateral spreading; Liquefaction; Long-duration ground motions; Civil engineering; Geophysical engineering; Civil engineering

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Greenfield, M. W. (2017). EFFECTS OF LONG-DURATION GROUND MOTIONS ON LIQUEFACTION HAZARDS. (Doctoral Dissertation). University of Washington. Retrieved from http://hdl.handle.net/1773/40531

Chicago Manual of Style (16th Edition):

Greenfield, Michael W. “EFFECTS OF LONG-DURATION GROUND MOTIONS ON LIQUEFACTION HAZARDS.” 2017. Doctoral Dissertation, University of Washington. Accessed November 19, 2019. http://hdl.handle.net/1773/40531.

MLA Handbook (7th Edition):

Greenfield, Michael W. “EFFECTS OF LONG-DURATION GROUND MOTIONS ON LIQUEFACTION HAZARDS.” 2017. Web. 19 Nov 2019.

Vancouver:

Greenfield MW. EFFECTS OF LONG-DURATION GROUND MOTIONS ON LIQUEFACTION HAZARDS. [Internet] [Doctoral dissertation]. University of Washington; 2017. [cited 2019 Nov 19]. Available from: http://hdl.handle.net/1773/40531.

Council of Science Editors:

Greenfield MW. EFFECTS OF LONG-DURATION GROUND MOTIONS ON LIQUEFACTION HAZARDS. [Doctoral Dissertation]. University of Washington; 2017. Available from: http://hdl.handle.net/1773/40531


University of Canterbury

20. Bradley, B.A. Seismic hazard epistemic uncertainty in the San Francisco bay area and its role in performance-based assessment.

Degree: Civil and Natural Resources Engineering, 2009, University of Canterbury

 This paper investigates epistemic uncertainty in the results of seismic hazard analyses for the San Francisco Bay Area and their role in the broader picture… (more)

Subjects/Keywords: earthquake engineering; log normal distribution; probability; seismology; Fields of Research::290000 Engineering and Technology::290800 Civil Engineering::290805 Geotechnical engineering

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Bradley, B. A. (2009). Seismic hazard epistemic uncertainty in the San Francisco bay area and its role in performance-based assessment. (Thesis). University of Canterbury. Retrieved from http://hdl.handle.net/10092/3892

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Bradley, B A. “Seismic hazard epistemic uncertainty in the San Francisco bay area and its role in performance-based assessment.” 2009. Thesis, University of Canterbury. Accessed November 19, 2019. http://hdl.handle.net/10092/3892.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Bradley, B A. “Seismic hazard epistemic uncertainty in the San Francisco bay area and its role in performance-based assessment.” 2009. Web. 19 Nov 2019.

Vancouver:

Bradley BA. Seismic hazard epistemic uncertainty in the San Francisco bay area and its role in performance-based assessment. [Internet] [Thesis]. University of Canterbury; 2009. [cited 2019 Nov 19]. Available from: http://hdl.handle.net/10092/3892.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Bradley BA. Seismic hazard epistemic uncertainty in the San Francisco bay area and its role in performance-based assessment. [Thesis]. University of Canterbury; 2009. Available from: http://hdl.handle.net/10092/3892

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Cal Poly

21. Jacobs, Jasper Stanford. FULL-SCALE SHAKE TABLE CYCLIC SIMPLE SHEAR TESTING OF LIQUEFIABLE SOIL.

Degree: MS, Civil and Environmental Engineering, 2016, Cal Poly

  This research consists of full-scale shake table tests to investigate liquefaction of sandy soils. Consideration of the potential and consequences of liquefaction is critical… (more)

Subjects/Keywords: Liquefaction; Earthquake Engineering; Shake Table; Cyclic Simple Shear; Full-Scale; Civil Engineering; Geotechnical Engineering; Other Civil and Environmental Engineering

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Jacobs, J. S. (2016). FULL-SCALE SHAKE TABLE CYCLIC SIMPLE SHEAR TESTING OF LIQUEFIABLE SOIL. (Masters Thesis). Cal Poly. Retrieved from https://digitalcommons.calpoly.edu/theses/1527 ; 10.15368/theses.2016.3

Chicago Manual of Style (16th Edition):

Jacobs, Jasper Stanford. “FULL-SCALE SHAKE TABLE CYCLIC SIMPLE SHEAR TESTING OF LIQUEFIABLE SOIL.” 2016. Masters Thesis, Cal Poly. Accessed November 19, 2019. https://digitalcommons.calpoly.edu/theses/1527 ; 10.15368/theses.2016.3.

MLA Handbook (7th Edition):

Jacobs, Jasper Stanford. “FULL-SCALE SHAKE TABLE CYCLIC SIMPLE SHEAR TESTING OF LIQUEFIABLE SOIL.” 2016. Web. 19 Nov 2019.

Vancouver:

Jacobs JS. FULL-SCALE SHAKE TABLE CYCLIC SIMPLE SHEAR TESTING OF LIQUEFIABLE SOIL. [Internet] [Masters thesis]. Cal Poly; 2016. [cited 2019 Nov 19]. Available from: https://digitalcommons.calpoly.edu/theses/1527 ; 10.15368/theses.2016.3.

Council of Science Editors:

Jacobs JS. FULL-SCALE SHAKE TABLE CYCLIC SIMPLE SHEAR TESTING OF LIQUEFIABLE SOIL. [Masters Thesis]. Cal Poly; 2016. Available from: https://digitalcommons.calpoly.edu/theses/1527 ; 10.15368/theses.2016.3


University of Canterbury

22. Bradley, B.A. A summary of strong ground motions observed in the Canterbury earthquake sequence.

Degree: Civil and Natural Resources Engineering, 2013, University of Canterbury

 This paper provides a summary of the ground motions observed in the recent Canterbury, New Zealand earthquake sequence. The sequence occurred in a region of… (more)

Subjects/Keywords: Canterbury earthquake sequence; Severe ground motions; forward directivity; liquefaction; Field of Research::09 - Engineering::0905 - Civil Engineering::090501 - Civil Geotechnical Engineering

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Bradley, B. A. (2013). A summary of strong ground motions observed in the Canterbury earthquake sequence. (Thesis). University of Canterbury. Retrieved from http://hdl.handle.net/10092/8907

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Bradley, B A. “A summary of strong ground motions observed in the Canterbury earthquake sequence.” 2013. Thesis, University of Canterbury. Accessed November 19, 2019. http://hdl.handle.net/10092/8907.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Bradley, B A. “A summary of strong ground motions observed in the Canterbury earthquake sequence.” 2013. Web. 19 Nov 2019.

Vancouver:

Bradley BA. A summary of strong ground motions observed in the Canterbury earthquake sequence. [Internet] [Thesis]. University of Canterbury; 2013. [cited 2019 Nov 19]. Available from: http://hdl.handle.net/10092/8907.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Bradley BA. A summary of strong ground motions observed in the Canterbury earthquake sequence. [Thesis]. University of Canterbury; 2013. Available from: http://hdl.handle.net/10092/8907

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


University of Canterbury

23. Pletzer A. 3D seismic response with soil heterogeneity and wave scattering in OpenSees.

Degree: 2019, University of Canterbury

 This paper discusses the on-going development of a 3D site response analysis framework that considers three important non-1D aspects of seismic site response: soil heterogeneity… (more)

Subjects/Keywords: Site response, wave scattering; soil heterogeneity; spatial variability; random fields; VS variability; geotechnical earthquake engineering; Field of Research::09 - Engineering::0905 - Civil Engineering::090504 - Earthquake Engineering

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

A, P. (2019). 3D seismic response with soil heterogeneity and wave scattering in OpenSees. (Thesis). University of Canterbury. Retrieved from http://hdl.handle.net/10092/17018

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

A, Pletzer. “3D seismic response with soil heterogeneity and wave scattering in OpenSees.” 2019. Thesis, University of Canterbury. Accessed November 19, 2019. http://hdl.handle.net/10092/17018.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

A, Pletzer. “3D seismic response with soil heterogeneity and wave scattering in OpenSees.” 2019. Web. 19 Nov 2019.

Vancouver:

A P. 3D seismic response with soil heterogeneity and wave scattering in OpenSees. [Internet] [Thesis]. University of Canterbury; 2019. [cited 2019 Nov 19]. Available from: http://hdl.handle.net/10092/17018.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

A P. 3D seismic response with soil heterogeneity and wave scattering in OpenSees. [Thesis]. University of Canterbury; 2019. Available from: http://hdl.handle.net/10092/17018

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


UCLA

24. Heidarzadeh, Bahareh. Dynamic Stresses in Foundation Soils from Soil-Structure Interaction.

Degree: Civil Engineering, 2015, UCLA

 Dynamic Stresses in Foundation Soils from Soil-Structure Interaction byBahareh HeidarzadehDepartment of Civil and Environmental EngineeringUniversity of California, Los Angeles, Fall 2015Professor Jonathan P. Stewart, ChairProfessor… (more)

Subjects/Keywords: Civil engineering; Soil sciences; Dynamic Stress Bulbs; Dynamic Stress Distribution; Geotechnical Earthquake Engineering; Soil-Structure Interaction; SSI

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Heidarzadeh, B. (2015). Dynamic Stresses in Foundation Soils from Soil-Structure Interaction. (Thesis). UCLA. Retrieved from http://www.escholarship.org/uc/item/6dz0m305

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Heidarzadeh, Bahareh. “Dynamic Stresses in Foundation Soils from Soil-Structure Interaction.” 2015. Thesis, UCLA. Accessed November 19, 2019. http://www.escholarship.org/uc/item/6dz0m305.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Heidarzadeh, Bahareh. “Dynamic Stresses in Foundation Soils from Soil-Structure Interaction.” 2015. Web. 19 Nov 2019.

Vancouver:

Heidarzadeh B. Dynamic Stresses in Foundation Soils from Soil-Structure Interaction. [Internet] [Thesis]. UCLA; 2015. [cited 2019 Nov 19]. Available from: http://www.escholarship.org/uc/item/6dz0m305.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Heidarzadeh B. Dynamic Stresses in Foundation Soils from Soil-Structure Interaction. [Thesis]. UCLA; 2015. Available from: http://www.escholarship.org/uc/item/6dz0m305

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


KTH

25. Barbaranelli, Andreas. Seismic Analysis of Norra Tornen : A Comparison Based on the Requirements in Eurocode 8.

Degree: Structural Engineering and Bridges, 2019, KTH

  In Sweden, buildings are not designed to withstand earthquakes due to the rarity of an earthquake event and its consequential damage. However, the aim… (more)

Subjects/Keywords: Earthquake design; High-Rise buildings; Tall buildings; Seismic Performance; Earthquake Engineering; Modal analysis; FE-analysis; Eurocode 8; Geotechnical engineering; Design Concepts; Foundation; Other Engineering and Technologies; Annan teknik

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APA (6th Edition):

Barbaranelli, A. (2019). Seismic Analysis of Norra Tornen : A Comparison Based on the Requirements in Eurocode 8. (Thesis). KTH. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-253823

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Barbaranelli, Andreas. “Seismic Analysis of Norra Tornen : A Comparison Based on the Requirements in Eurocode 8.” 2019. Thesis, KTH. Accessed November 19, 2019. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-253823.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Barbaranelli, Andreas. “Seismic Analysis of Norra Tornen : A Comparison Based on the Requirements in Eurocode 8.” 2019. Web. 19 Nov 2019.

Vancouver:

Barbaranelli A. Seismic Analysis of Norra Tornen : A Comparison Based on the Requirements in Eurocode 8. [Internet] [Thesis]. KTH; 2019. [cited 2019 Nov 19]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-253823.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Barbaranelli A. Seismic Analysis of Norra Tornen : A Comparison Based on the Requirements in Eurocode 8. [Thesis]. KTH; 2019. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-253823

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


University of California – Berkeley

26. Mason, Henry Benjamin. Seismic Performance Assessment in Dense Urban Environments.

Degree: Civil and Environmental Engineering, 2011, University of California – Berkeley

 In seismically active, densely populated areas, buildings within a city block interact with one another during an earthquake. This phenomenon, whereby two adjacent buildings interact… (more)

Subjects/Keywords: Civil engineering; Earthquake motion selection; Geotechnical centrifuge testing; Soil-foundation-structure interaction; Soil-structure interaction; Structure-soil-structure interaction

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APA (6th Edition):

Mason, H. B. (2011). Seismic Performance Assessment in Dense Urban Environments. (Thesis). University of California – Berkeley. Retrieved from http://www.escholarship.org/uc/item/3z96n4fr

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Mason, Henry Benjamin. “Seismic Performance Assessment in Dense Urban Environments.” 2011. Thesis, University of California – Berkeley. Accessed November 19, 2019. http://www.escholarship.org/uc/item/3z96n4fr.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Mason, Henry Benjamin. “Seismic Performance Assessment in Dense Urban Environments.” 2011. Web. 19 Nov 2019.

Vancouver:

Mason HB. Seismic Performance Assessment in Dense Urban Environments. [Internet] [Thesis]. University of California – Berkeley; 2011. [cited 2019 Nov 19]. Available from: http://www.escholarship.org/uc/item/3z96n4fr.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Mason HB. Seismic Performance Assessment in Dense Urban Environments. [Thesis]. University of California – Berkeley; 2011. Available from: http://www.escholarship.org/uc/item/3z96n4fr

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


University of Western Ontario

27. Bilson Darko, Alex. Robust Earthquake Site Classification Assessment at Ontario Bridge Sites.

Degree: 2018, University of Western Ontario

 Canadian seismic design guidelines classify subsurface ground conditions based on the average shear-wave velocity (VS) of the upper 30 meters (VS30). We seek to optimize… (more)

Subjects/Keywords: Shear wave velocity; earthquake site classification; ambient vibrations; cone penetration resistance; surface wave dispersion; site response; Geophysics and Seismology; Geotechnical Engineering

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APA (6th Edition):

Bilson Darko, A. (2018). Robust Earthquake Site Classification Assessment at Ontario Bridge Sites. (Thesis). University of Western Ontario. Retrieved from https://ir.lib.uwo.ca/etd/5903

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Bilson Darko, Alex. “Robust Earthquake Site Classification Assessment at Ontario Bridge Sites.” 2018. Thesis, University of Western Ontario. Accessed November 19, 2019. https://ir.lib.uwo.ca/etd/5903.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Bilson Darko, Alex. “Robust Earthquake Site Classification Assessment at Ontario Bridge Sites.” 2018. Web. 19 Nov 2019.

Vancouver:

Bilson Darko A. Robust Earthquake Site Classification Assessment at Ontario Bridge Sites. [Internet] [Thesis]. University of Western Ontario; 2018. [cited 2019 Nov 19]. Available from: https://ir.lib.uwo.ca/etd/5903.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Bilson Darko A. Robust Earthquake Site Classification Assessment at Ontario Bridge Sites. [Thesis]. University of Western Ontario; 2018. Available from: https://ir.lib.uwo.ca/etd/5903

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

28. Tzavara, Ioanna. Μελέτη της σεισμικής συμπεριφοράς των σύγχρονων τεχνικών ενίσχυσης εδαφικών πρανών.

Degree: 2015, Technical University of Crete (TUC); Πολυτεχνείο Κρήτης

 Seismic design of reinforced and unreinforced embankments is of extreme importance, due to the environmental and economical consequences related to a potential failure. The main… (more)

Subjects/Keywords: Γεωτεχνική σεισμική μηχανική; Γεωσυνθετικά; Επιχώματα; Ευστάθεια πρανών; Οπλισμός; Δυναμική απόκριση; Geotechnical earthquake engineering; Geosynthetics; Embankments; Slope stability; Reinforcement; Dynamic response

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APA (6th Edition):

Tzavara, I. (2015). Μελέτη της σεισμικής συμπεριφοράς των σύγχρονων τεχνικών ενίσχυσης εδαφικών πρανών. (Thesis). Technical University of Crete (TUC); Πολυτεχνείο Κρήτης. Retrieved from http://hdl.handle.net/10442/hedi/37500

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Tzavara, Ioanna. “Μελέτη της σεισμικής συμπεριφοράς των σύγχρονων τεχνικών ενίσχυσης εδαφικών πρανών.” 2015. Thesis, Technical University of Crete (TUC); Πολυτεχνείο Κρήτης. Accessed November 19, 2019. http://hdl.handle.net/10442/hedi/37500.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Tzavara, Ioanna. “Μελέτη της σεισμικής συμπεριφοράς των σύγχρονων τεχνικών ενίσχυσης εδαφικών πρανών.” 2015. Web. 19 Nov 2019.

Vancouver:

Tzavara I. Μελέτη της σεισμικής συμπεριφοράς των σύγχρονων τεχνικών ενίσχυσης εδαφικών πρανών. [Internet] [Thesis]. Technical University of Crete (TUC); Πολυτεχνείο Κρήτης; 2015. [cited 2019 Nov 19]. Available from: http://hdl.handle.net/10442/hedi/37500.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Tzavara I. Μελέτη της σεισμικής συμπεριφοράς των σύγχρονων τεχνικών ενίσχυσης εδαφικών πρανών. [Thesis]. Technical University of Crete (TUC); Πολυτεχνείο Κρήτης; 2015. Available from: http://hdl.handle.net/10442/hedi/37500

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


University of Cambridge

29. ZEYBEK, ABDULHAKIM. Air Injection Technique to Mitigate Liquefaction beneath Shallow Foundations .

Degree: 2017, University of Cambridge

 Historical and recent earthquakes often remind the need for taking precautions against earthquake-induced liquefaction damage that structures on shallow foundations can suffer. Air injection technique… (more)

Subjects/Keywords: Liquefaction; Liquefaction-induced deformations; Physical modelling; Geotechnical centrifuge; Shallow foundations; Partially saturated soils; Air injection technique; Liquefaction mitigation; Soil dynamics; Geotechnical earthquake engineering; Particle image velocimetry

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APA (6th Edition):

ZEYBEK, A. (2017). Air Injection Technique to Mitigate Liquefaction beneath Shallow Foundations . (Thesis). University of Cambridge. Retrieved from https://www.repository.cam.ac.uk/handle/1810/268519

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

ZEYBEK, ABDULHAKIM. “Air Injection Technique to Mitigate Liquefaction beneath Shallow Foundations .” 2017. Thesis, University of Cambridge. Accessed November 19, 2019. https://www.repository.cam.ac.uk/handle/1810/268519.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

ZEYBEK, ABDULHAKIM. “Air Injection Technique to Mitigate Liquefaction beneath Shallow Foundations .” 2017. Web. 19 Nov 2019.

Vancouver:

ZEYBEK A. Air Injection Technique to Mitigate Liquefaction beneath Shallow Foundations . [Internet] [Thesis]. University of Cambridge; 2017. [cited 2019 Nov 19]. Available from: https://www.repository.cam.ac.uk/handle/1810/268519.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

ZEYBEK A. Air Injection Technique to Mitigate Liquefaction beneath Shallow Foundations . [Thesis]. University of Cambridge; 2017. Available from: https://www.repository.cam.ac.uk/handle/1810/268519

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Indian Institute of Science

30. James, Naveen. Site Characterization and Assessment of Various Earthquake Hazards for Micro and Micro-Level Seismic Zonations of Regions in the Peninsular India.

Degree: 2013, Indian Institute of Science

 Past earthquakes have demonstrated that Indian sub-continent is highly vulnerable to earthquake hazards. It has been estimated that about 59 percent of the land area… (more)

Subjects/Keywords: Seismology; Earthquake Engineering; Seismic Hazard Assessment; Seismic Site Characterization; Site Amplification Hazard Assessment; Liquefaction Hazard Assessment; Earthquake Hazard Assessment; Earthquake Site Characterization; Zeismic Zonations; Seismic Zonations - Penisular India; Seismicity; Seismic Source Models; Seismic Microzonation; Geotechnical Earthquake Engineering; Seismic Hazard Map; Seismic Hazard; Civil Engineeering

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

James, N. (2013). Site Characterization and Assessment of Various Earthquake Hazards for Micro and Micro-Level Seismic Zonations of Regions in the Peninsular India. (Thesis). Indian Institute of Science. Retrieved from http://etd.iisc.ernet.in/2005/3906 ; http://etd.iisc.ernet.in/abstracts/4781/G25953-Abs.pdf

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

James, Naveen. “Site Characterization and Assessment of Various Earthquake Hazards for Micro and Micro-Level Seismic Zonations of Regions in the Peninsular India.” 2013. Thesis, Indian Institute of Science. Accessed November 19, 2019. http://etd.iisc.ernet.in/2005/3906 ; http://etd.iisc.ernet.in/abstracts/4781/G25953-Abs.pdf.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

James, Naveen. “Site Characterization and Assessment of Various Earthquake Hazards for Micro and Micro-Level Seismic Zonations of Regions in the Peninsular India.” 2013. Web. 19 Nov 2019.

Vancouver:

James N. Site Characterization and Assessment of Various Earthquake Hazards for Micro and Micro-Level Seismic Zonations of Regions in the Peninsular India. [Internet] [Thesis]. Indian Institute of Science; 2013. [cited 2019 Nov 19]. Available from: http://etd.iisc.ernet.in/2005/3906 ; http://etd.iisc.ernet.in/abstracts/4781/G25953-Abs.pdf.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

James N. Site Characterization and Assessment of Various Earthquake Hazards for Micro and Micro-Level Seismic Zonations of Regions in the Peninsular India. [Thesis]. Indian Institute of Science; 2013. Available from: http://etd.iisc.ernet.in/2005/3906 ; http://etd.iisc.ernet.in/abstracts/4781/G25953-Abs.pdf

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

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